HomeMy WebLinkAbout20210446 Ver 1_B-5808 CE Document_signed_20220215
1 Updated 11/7/2018
Type I and II Ground Disturbing Categorical Exclusion Action
Classification Form
STIP Project No. B-5808
WBS Element 45762.1.1
Federal Project No. NHP-0029(062)
A. Project Description:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 57
and Bridge No. 59 on Concord Parkway (US 29/US 601) over Irish Buffalo Creek in Cabarrus
County (Refer to Figure 1). Built in 1951, Bridge No. 57 (Northbound) and Bridge No. 59
(Southbound), built in 1938, have two 12-foot lanes each, approximately 170 feet in length, with
reinforced concrete deck and girder construction. The project is scheduled for Right of Way in
August 2019 and Let in August 2020. Minor ROW acquisition will be required.
Proposed improvements include adding 5-foot sidewalks, an additional northbound 12-foot left
turn lane, and a southbound 12-foot right turn lane. The proposed bridge would be 180 feet in
length, and the bridge replacement would be constructed in place through the use of an on-
site detour, crossovers, and phased construction (Refer to Appendix A).
B. Description of Need and Purpose:
NCDOT Bridge Management Unit records indicate Bridge No. 57 and Bridge No. 59 have
sufficiency ratings of 48.27 and 49.73 out of a possible 100 for a new structure (respectively).
Bridge No. 57 and Bridge No. 59 are considered structurally deficient due to a substructure
condition appraisal of 4 out of 9 according to Federal Highway Administration (FHWA)
standards. The two bridges also meet the criteria for functionally obsolete due to a deck
geometry appraisal of 2 out of 9. Both bridges are approaching the end of their useful lives.
C. Categorical Exclusion Action Classification:
☒ TYPE I A
□ TYPE I B
□ TYPE II A
□ TYPE II B
D. Proposed Improvements:
28. Bridge rehabilitation, reconstruction, or replacement or the construction of grade
separation to replace existing at-grade railroad crossings, if the actions meet the
constraints in 23 CFR 771.117(e)(1-6).
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E. Special Project Information:
Capacity Analysis:
In March 2018, a capacity analysis was completed that analyzed the intersection of US
29/601 and Poplar Tent Rd/McGill Ave. The 2016 Base Year No-Build found an overall
LOS E during AM and PM peak hour with Poplar Tent Rd.
A 2025 construction year analysis was conducted to understand the impacts of
construction phasing at the intersection of US 29/601 and Poplar Tent Rd/McGill Ave.
The following three options were analyzed:
Option 1 – Michigan Left as proposed in C-4918A (a locally administered
congestion mitigation air quality (CMAQ) project that will provide intersection
improvements and additional turn lanes for Poplar Tent Rd at US 29/US 601).
Option 2 – Divided US 29/601 to restrict east/west through movements along
Poplar Tent Road/McGill Ave.
Option 3 – Divided US 29/601 along with the detour of McGill Ave Traffic Poplar
Tent Rd being restricted to right turns only.
After analyzing all three construction phasing options, it is predicted that option 1 will
achieve acceptable overall LOS at the intersection of US 29/601 and Poplar Tent
Rd/McGill Ave.
Phasing:
During Phase I, a temporary detour bridge will be constructed while a temporary
crossover for northbound traffic is constructed. Existing traffic patterns will not be
altered. Southbound traffic will be rerouted to the temporary detour bridge and
northbound traffic will shift via the crossover to the existing southbound lane during
Phase II. In this phase, the east side of the new bridge will be constructed. Phase III
shifts northbound traffic to the newly constructed bridge while maintaining southbound
traffic on the temporary detour bridge. The remaining side of the new bridge is
constructed in this phase. In the final phase, Phase IV, southbound traffic will be shifted
to the newly constructed bridge and the temporary detour bridge will be removed.
Anticipated Permit or Consultation Requirements: The proposed project has been
designated as a CE for the purposes of National Environmental Policy Act (NEPA)
documentation. As a result, a Nationwide Permit (NWP) 23 will likely be applicable. A
NWP 33 may also apply for temporary construction activities such as stream dewatering,
work bridges, or temporary causeways that are often used during bridge construction or
rehabilitation. The USACE holds the final discretion as to what permit will be required to
authorize project construction. If a Section 404 permit is required, then a Section 401
Water Quality Certification (WQC) from NCDWR will be needed. Irish Buffalo Creek,
which is part of the Yadkin-PeeDee River basin, crosses under Bridge No. 57 and 59 and
is listed on the North Carolina 2016 Final 303(d) list of impaired waters but not for
sedimentation.
Environmental Commitments: Greensheet commitments are located at the end of the
checklist.
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Estimated Costs (Pending): The estimated costs, FY 2018, are as follows:
Utility $ 1,417,100 (NCDOT)
R/W $ 309,200 (NCDOT)
Const. $ 8,760,000 (STV Engineers Inc.)
Total $ 10,486,300
Estimated Traffic: A traffic forecast was conducted in September 2016, and a capacity
analysis completed in March 2018. The SYNCHRO analysis determined the need for a
six (6) lane section of the bridge in 2040 to provide additional storage for vehicles
traveling north/south on US 29/601.
Current 2016 32,000 vpd
Year 2040 51,400 vpd
TTST 1%
Dual 3%
Crash Analysis: A crash analysis was completed on February 15, 2017 by NCDOT on
this section of US 29 and US 601(Concord Parkway) from 500 feet south of Bridge No.
57 to 500 feet north of the bridge. The crash analysis was performed using NCDOT’s
TEAAS system with a study period of five years, from January 1, 2012 to December 31,
2016. 111 crashes were found occurring in the vicinity of the project. The crash analysis
found the Total Crash Rate for crashes per 100 million vehicle miles to be 943.70 which
is higher than the comparable state average of 321.99.
Design Exceptions: There are no anticipated design exceptions for this project.
Pedestrian and Bicycle Accommodations: There are no existing bike and pedestrian
facilities along Concord Parkway (US 29/US 601). The City of Concord requested
incorporating sidewalks on both bridges as well as 14-ft outside wide lanes to
accommodate bicycles. B-5808 proposes 5-foot sidewalks along Concord Parkway.
Irish Buffalo Creek is the future site of the Irish Buffalo Creek Greenway, which is an
adopted segment of the Carolina Thread Trail connecting Concord to Kannapolis. This
segment is noted in the adopted Carolina Thread Trail Master Plan for Cabarrus County
(August 2009). The NC Division of Bicycle and Pedestrian Transportation recommended
working with the City of Concord to discuss accommodations underneath the replaced
bridge. B-5808 proposes vertical clearance ranging from 8 feet to 18 feet underneath the
bridge.
The City of Concord confirmed on May 22, 2018 that the proposed greenway is not funded
and the trail is planned to be a paved path along Irish Buffalo Creek. On July 2, 2018, the
City of Concord confirmed that none of the parcels surrounding Bridge Nos. 57 & 59 are
owned by the City of Concord, Cabarrus County, or have publicly owned easements on
them.
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Alternative Analysis:
No Build – The no build alternative would not replace deficient bridges, and thus is not a
viable option.
Rehabilitation – Rehabilitation would only provide a temporary solution to the structural
deficiency of the bridge.
Staged Construction with Onsite Detour (Preferred Alternative) – Staged construction
is the current and preferred alternative since it utilizes an onsite detour bridge. Phased
construction will be utilized. Southbound traffic will be moved to a temporary detour bridge
and northbound traffic will be shifted to the existing southbound lanes. In addition, due to
concerns regarding the number of school buses using the bridge and the high level of
impact on emergency response services, an offsite detour was not feasible.
New Alignment – A new alignment option for US 29/US 601 (Concord Parkway North)
is not feasible.
Offsite Detour – The closest available detour route is approximately 7 miles long and
follows Concord Parkway North, NC 73 (Church Street North), and SR 1002 (Cabarrus
Avenue West). Given the potential for a high level of impact on emergency response
services and school transportation, an alternative that utilizes a temporary on-site detour
is preferred.
Agency Comments: Start of Study letters were sent to the City of Concord, Cabarrus
County, Cabarrus-Rowan MPO, NC Department of Parks and Recreation, NC DEQ,
NC Division of Bicycle and Pedestrian Transportation, and the US Army Corps of
Engineers in December of 2015.
In 2016, The City of Concord’s Transportation Director noted C-4918A, a locally
administered congestion mitigation air quality (CMAQ) project, which modifies the
current US 29 Poplar Tent/McGill intersection to a superstreet, is located in the study
area. Due to an unpermitted left turn from US 29 south to McGill Ave, it is requested
that width be provided on the northbound lane to provide future storage for the U-turn
north of the intersection.
Input forms were sent to the Concord Fire Chief, Town of Concord Planner, and the
Cabarrus County Schools Transportation Technical Planner in April and May of 2016.
Comments were received back from the Concord Fire Chief and the Cabarrus County
Schools Transportation Technical Planner in April and May of 2016. The Cabarrus
County School Transportation Technical Planner expressed concern regarding the
potential impact of this project on school transportation services and high impacts for
regular traffic if the bridge was closed for up to a year. The Concord Fire Chief
expressed concern regarding the potential high level of impact this project would have
on EMS services if the bridge was closed for up to a year.
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Public Involvement: Census data indicates a Spanish language-speaking population
which exceeds the US Department of Justice Limited English Proficiency Safe Harbor
threshold within the DCIA. Census data also indicates an Asian/Pacific language
speaking populations within the area. A landowner notification letter was sent on
February 16, 2016 to all property owners affected directly by this project to inform
them of representatives being present on their property. The letter indicated the
following, “Please note that if the U.S. Army Corps of Engineers has already issued a
Jurisdictional Determination on your property confirming the presence of streams
and/or wetlands, or if you have general questions or comments about the project,
contact the NCDOT Planning Engineer Jonathan Carr by phone (919) 707-6014, or via
email at jecarr@ncdot.gov.” No comments have been received to date.
F. Project Impact Criteria Checklists:
Type I & II - Ground Disturbing Actions
FHWA APPROVAL ACTIVITIES THRESHOLD CRITERIA
If any of questions 1-7 are marked “yes” then the CE will require FHWA approval. Yes No
1 Does the project require formal consultation with U.S. Fish and Wildlife
Service (USFWS) or National Marine Fisheries Service (NMFS)? ☐ ☒
2 Does the project result in impacts subject to the conditions of the Bald
and Golden Eagle Protection Act (BGPA)? ☐ ☒
3 Does the project generate substantial controversy or public opposition,
for any reason, following appropriate public involvement? ☐ ☒
4 Does the project cause disproportionately high and adverse impacts
relative to low-income and/or minority populations? ☐ ☒
5 Does the project involve a residential or commercial displacement, or a
substantial amount of right of way acquisition? ☐ ☒
6 Does the project require an Individual Section 4(f) approval? ☐ ☒
7
Does the project include adverse effects that cannot be resolved with a
Memorandum of Agreement (MOA) under Section 106 of the National
Historic Preservation Act (NHPA) or have an adverse effect on a
National Historic Landmark (NHL)?
☐ ☒
If any of questions 8 through 31 are marked “yes” then additional information will be required
for those questions in Section G.
Other Considerations Yes No
8
Does the project result in a finding of “may affect not likely to adversely
affect” for listed species, or designated critical habitat under Section 7
of the Endangered Species Act (ESA)?
☐ ☒
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9 Is the project located in anadromous fish spawning waters? ☐ ☒
10
Does the project impact waters classified as Outstanding Resource
Water (ORW), High Quality Water (HQW), Water Supply Watershed
Critical Areas, 303(d) listed impaired water bodies, buffer rules, or
Submerged Aquatic Vegetation (SAV)?
☒ ☐
11 Does the project impact waters of the United States in any of the
designated mountain trout streams?
☐ ☒
12 Does the project require a U.S. Army Corps of Engineers (USACE)
Individual Section 404 Permit?
☐ ☒
13 Will the project require an easement from a Federal Energy Regulatory
Commission (FERC) licensed facility?
☐ ☒
14 Does the project include a Section 106 of the NHPA effects
determination other than a no effect, including archaeological remains? ☐ ☒
Other Considerations (continued) Yes No
15 Does the project involve hazardous materials and/or landfills? ☒ ☐
16
Does the project require work encroaching and adversely affecting a
regulatory floodway or work affecting the base floodplain (100-year
flood) elevations of a water course or lake, pursuant to Executive Order
11988 and 23 CFR 650 subpart A?
☒ ☐
17
Is the project in a Coastal Area Management Act (CAMA) county and
substantially affects the coastal zone and/or any Area of Environmental
Concern (AEC)?
☐ ☒
18 Does the project require a U.S. Coast Guard (USCG) permit? ☐ ☒
19 Does the project involve construction activities in, across, or adjacent to
a designated Wild and Scenic River present within the project area ?
☐ ☒
20 Does the project involve Coastal Barrier Resources Act (CBRA)
resources?
☐ ☒
21 Does the project impact federal lands (e.g. U.S. Forest Service (USFS),
USFWS, etc.) or Tribal Lands?
☐ ☒
22 Does the project involve any changes in access control? ☐ ☒
23 Does the project have a permanent adverse effect on local traffic
patterns or community cohesiveness?
☐ ☒
24 Will maintenance of traffic cause substantial disruption? ☐ ☒
25
Is the project inconsistent with the STIP or the Metropolitan Planning
Organization’s (MPO’s) Transportation Improvement Program (TIP)
(where applicable)?
☐ ☒
26
Does the project require the acquisition of lands under the protection of
Section 6(f) of the Land and Water Conservation Act, the Federal Aid in
Fish Restoration Act, the Federal Aid in Wildlife Restoration Act,
Tennessee Valley Authority (TVA), or other unique areas or special
lands that were acquired in fee or easement with public-use money and
have deed restrictions or covenants on the property?
☐ ☒
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7 Updated 11/7/2018
27
Does the project involve Federal Emergency Management Agency
(FEMA) buyout properties under the Hazard Mitigation Grant Program
(HMGP)?
☐ ☐
28 Does the project include a de minimis or programmatic Section 4(f)? ☐ ☒
29 Is the project considered a Type I under the NCDOT's Noise Policy? ☐ ☒
30 Is there prime or important farmland soil impacted by this project as
defined by the Farmland Protection Policy Act (FPPA)? ☐ ☒
31 Are there other issues that arose during the project development
process that affected the project decision? ☐ ☒
G. Additional Documentation as Required from Section F
Response to Question 10- 303(d) Impaired Water Bodies: Irish Buffalo Creek is listed
on the North Carolina 2014 and 2016 Final 303(d) list of impaired waters in the study area.
Impacts to water quality resulting from the design and construction of the proposed
improvements will be minimized or avoided through the use of the NCDOT Stormwater
Best Management Practices Toolbox.
Response to Question 15 – Hazardous Materials: A GeoEnvironmental Report
completed on August 12, 2016 identified nine petroleum Underground Storage Tank
(UST) facilities within the project limits (Refer to Figure 1). There will be ROW acquisition
on two parcels that have identified UST’s. An active gas station is located on the western
quadrant of the Concord Parkway (US 29/US 601) and Poplar Tent Rd intersection. A
cement plant is in the northeastern quadrant of the intersection with two UST’s and one
above ground storage tank (AST). All nine UST facility sites are anticipated to present
low geoenvironmental impacts to this project. Soil and ground water assessment will be
conducted at each of the affected sites prior to right of way acquisition.
Response to Question 16 – Floodplain: This project involves construction activities on
or adjacent to FEMA-regulated stream(s). Therefore, the Division shall submit sealed as-
built construction plans to the Hydraulics Unit upon completion of project construction,
certifying that the drainage structure(s) and roadway embankment that are located within
the 100-year floodplain were built as shown in the construction plans, both horizontally
and vertically.
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP), to
determine status of project with regard to applicability of NCDOT’S Memorandum of
Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and
subsequent final Letter of Map Revision (LOMR).
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8 Updated 11/7/2018
H. Project Commitments
Cabarrus County
Bridge No. 57 and No. 59 over Irish Buffalo
Federal Project No. NHP-0029(062)
WBS No. 45762.1.1
STIP No. B-5808
Structures Management Unit, Project Manager
FEMA Coordination
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP),
to determine status of project with regard to applicability of NCDOT’S Memorandum
of Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and
subsequent final Letter of Map Revision (LOMR).
This project involves construction activities on or adjacent to FEMA-regulated
stream(s). Therefore, the Division shall submit sealed as-built construction plans to
the Hydraulics Unit upon completion of project construction, certifying that the
drainage structure(s) and roadway embankment that are located within the 100 -year
floodplain were built as shown in the construction plans, both horizontally and
vertically.
Division Ten, Division Bridge Program Manager
Sidewalks
Proposed sidewalks are included on both sides throughout the project. This should
be included in the municipal agreement between NCDOT and the City of Concord.
Division Ten, Division Bridge Program Manager, GeoEnvironmental
Hazardous Materials
If further design indicates potential impacts to Hazardous Materials, soil and
groundwater assessments will be conducted at each of the affected sites prior to
right of way acquisition by NCDOT GeoEnvironmental.
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
9 Updated 11/7/2018
I. Categorical Exclusion Approval
STIP Project No. B-5808
WBS Element 45762.1.1
Federal Project No. NHP-0029(062)
Prepared By:
Date Elizabeth Scott, EI, STV Engineers Inc.
Prepared For:
Reviewed By:
Date Garland Haywood, PE, Division Bridge Program Manager
North Carolina Department of Transportation
☒ Approved
If all of the threshold questions (1 through 7) of
Section F are answered “no,” NCDOT approves
this Categorical Exclusion.
☐ Certified
If any of the threshold questions (1 through 7) of
Section F are answered “yes,” NCDOT certifies
this Categorical Exclusion.
Date Kevin Fischer, PE, Structures Management Unit
North Carolina Department of Transportation
FHWA Approved: For Projects Certified by NCDOT (above), FHWA
signature required.
Date John F. Sullivan, III, PE, Division Administrator
Federal Highway Administration
North Carolina Department of Transportation
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
11/7/2018
11/8/2018
11/26/2018
Service Layer Credits: Source: Esri, DigitalGlobe,GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS UserCommunity
$+
$+
4
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EVA DR NW
M C G I L L A V E N W
P O P L A R T E N T R D
C
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N
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R
A
L
D
R NWEVANS ST NWT
R
O
X
L
E
R
CIR N
W
G U R L E Y D R N W
CONCORD PKWY NPARKWAY AVE NWLIZZIE CT NWGROFF ST NWTIFFANY ST NWCLIFFWOOD ST NWRALEI
GH ST NWBRUTON DR NWTERMI
NAL CT NWSIG N D R NW
H A R T M A N P L N W CAMDEN CT NWW ALTER DR NW
LAKE DR NWTO W ER C IR N WSWEET BAY LN NWVIOLET TER NWC
E
N
T
R
A
L D
R N
WCONCORD PKWY NIrish B
uffalo Creek
U T o f Irish B u ffa lo C re e kTIP Project B-5808
Bridge Replacements Bridge Nos. 57/59over Irish Buffalo Creek on US 29/US 601Cabarrus County
September 2018
Source: USDA Geospatial Gateway;NCOneMap; USFWS
LEGEND#*Bridge Location
Project Study Area
Floodplain
NWI Wetland
Parcel
$+Church
4 School
"J UndergroundStorage Tank
Stream
/
0 250 500
Feet
US 29/US 601Shankletown School
Eva DriveBaptist Church
Liberty Primitive Baptist Church
FIGURE 1-LOCATION MAP
Caba rrus C ounty B-5808
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
Appendix A
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
12'
12'
12'
12'
12'
2
0'POT Sta. 10+00.00PC Sta. 12+00.00PRC Sta. 13+88.19PT Sta. 15+56.09PC Sta. 17+73.44PRC Sta. 19+40.68PT Sta. 21+28.1420+0015+0012'12'12'
12'
12'12'POT Sta. 10+00.00PC Sta. 12+00.00PRC Sta. 13+57.78PT Sta. 14+98.55PC Sta. 16+73.16PRC Sta. 18+13.93PT Sta. 19+71.71POT Sta. 21+10.6815+0020+0012'12'10/19/2018r:\roadway\proj\alt's\phasing\preferred alt1\B5808_rdy_psh01.dgnmabdelaziz8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 100502550
Scale : 50 SHEET NO.PROJECT REFERENCE NO.
1B-5808
R/W SHEET NO.
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
US 29/US 601 SB (CONCORD PKWY)
US 29/US 601 NB (CONCORD PKWY)SR 1394 POPLAR TENT RDMCGILL AVEFURTHER INVESTIGATION OF THE PROFILE / SUPERS.
ACTUAL TIE LOCATIONS WILL BE DETERMINED BY
NOTE:
(WITH SOUTHBOUND RIGHT-TURN)
LOS - 2025 CONSTRUCTION YEAR
AM PEAK PM PEAK
D D
PI Sta 12+95.18
L = 188.19'
T = 95.18'
R = 510.00'
D
PI Sta 14+73.11
D
L = 167.90'
T = 84.92'
R = 455.00'
PI Sta 18+58.01
L = 167.24'
T = 84.58'
R = 455.00'
D
PI Sta 20+35.48
D
L = 187.46'
T = 94.80'
R = 510.00'
-DET-
DRIVEWAY
TEMPORARILY CLOSE
IMPACT TO GAS STATION:
GIRDER BRIDGE
90
220'
=
=
=BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
O
PI Sta 17+44.11
D
L = 140.77'
T = 70.95'
R = 455.00'
PI Sta 18+93.46
D
L = 157.78'
T = 79.53'
R = 510.00'
-XL-
PI Sta 12+79.53
D
R = 510.00'
T = 79.53'
L = 157.78'
PI Sta 14+28.73
D
L = 140.77'
T = 70.95'
R = 455.00'
DETOUR
CROSS-OVER
C-4918A PROJECT
DESIGN BY OTHERS
CONSTRUCT TEMPORARY CROSS-OVER FOR NB TRAFFIC
CONSTRUCT TEMPORARY DETOUR FOR SB TRAFFIC
PHASE 1:
WITH ON-SITE DETOUR
REPLACE IN PLACE
(DESIGN OPTION - INCLUDE RIGHT TURN LANE)
PREFERRED CONCEPT - PHASE 1
B-5808
CABARRUS COUNTY
TEMPORARY DETOUR DESIGN DATA
DESIGN STANDARDS =
=DESIGN SPEED 35 MPH
=ADT 2016 32,000
=ADT 2040
=T
=
=
=
=
FUNC. CLASS
* MIN. RADIUS
MAX. GRADE
=
TERRAIN
DESIGN EXCEPTION
7%
URBAN ARTERIAL
REGIONAL
272'
NONE
51,400
12%
ROLLING
* LOW-SPEED URBAN STREETS TABLE
4'
7' W/GR
.02 .02
POINT
GRADE
2:1 4
:1
ROADWAY TYPICAL SECTION
2'
FDPS
2'
FDPS
C -DET- & -XL-L
4'
7' W/GR
3'VARIES
2:1
12'12'
GROUND
ORIGINAL
GROUND
ORIGINAL
BRIDGE TYPE TBD
C -DET-L
28' CLEAR ROADWAY
.02 .02
POINT
GRADE
BRIDGE TYPICAL SECTION
2'2'12'12'
F F F F F
F
FF
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F FFF
F
C
F
F
C C
F
F
F
F
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5/28/99SHEET NO.PROJECT REFERENCE NO.
2B-5808
10/19/2018r:\roadway\proj\alt's\phasing\preferred alt1\B5808_rdy_psh02_XL1-DET1.dgnmabdelazizDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Scale : 50 R/W SHEET NO.
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
PROFILE (HORIZONTAL)
0 50 1002550
PROFILE (VERTICAL)
0 10 20510
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2322212019181716151413121110
23222120191817161514131211 24
570
580
590
600
610
620
630
640
650
650
570
580
590
600
610
620
630
640
650
650
570
580
590
600
610
620
630
640
650
650
620
610
600
590
580
570
630
ON-SITE DETOUR
PREFERRED CONCEPT
CROSSOVER DETOUR
PREFERRED CONCEPT
(-)0.4847%
(+)0.6535%(-)1.1549%
(-)1.1549%(+)0.7076%(+)0.7076%(+)1.9349%
BEGIN GRADE
ELEV = 612.42'
-DET- STA. 13+13.04 PI = 13+70.00
EL = 612.15'
VC = 100'
K = 88
DS = 45 MPH
PI = 14+85.00
EL = 612.90'
VC = 100'
K = 55
DS = 40 MPH
END GRADE
ELEV = 611.55'
-DET- STA. 21+28.14
PI = 20+70.00
EL = 610.43'
VC = 100'
K = 81
DS = 45 MPH
PI = 18+40.00
EL = 608.80'
VC = 100'
K = 54
DS = 35 MPH
PROPOSED GRADE
EXISTING GROUND
(-)0.7319%
(-)0.7565%(+)0.5623%
BEGIN GRADE
ELEV = 608.52'
-XL- STA. 17+78.00
END GRADE
ELEV = 608.44'
-XL- STA. 18+63.00
BEGIN GRADE
ELEV = 612.20'
-XL- STA. 13+24.53
END GRADE
ELEV = 611.66'
-XL- STA. 13+98.31
PI = 18+20.50
EL = 608.20'
VC = 85'
K = 64
DS = 40 MPH
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
12'
12'
12'
12'
12'
2
0'20+0015+0012'12'12'
12'
12'12'15+0020+0012'12'40'10/19/2018r:\roadway\proj\alt's\phasing\preferred alt1\B5808_rdy_psh03.dgnmabdelaziz8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 100502550
Scale : 50 SHEET NO.PROJECT REFERENCE NO.
3B-5808
R/W SHEET NO.
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.MCGILL AVEWORK AREA
FURTHER INVESTIGATION OF THE PROFILE / SUPERS.
ACTUAL TIE LOCATIONS WILL BE DETERMINED BY
NOTE:SR 1394 POPLAR TENT RDCROSS-OVER
DETOUR
US 29/US 601 SB (CONCORD PKWY)
US 29/US 601 NB (CONCORD PKWY)
C-4918A PROJECT
DESIGN BY OTHERS
GIRDER BRIDGE
90
220'
=
=
=BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
O
CONSTRUCT EAST SIDE OF NEW BRIDGE
SHIFT NB TRAFFIC TO CROSS-OVER
SHIFT SB TRAFFIC TO TEMPORARY DETOUR
PHASE 2:
WITH ON-SITE DETOUR
REPLACE IN PLACE
PREFERRED CONCEPT - PHASE 2
B-5808
CABARRUS COUNTY
TEMPORARY DETOUR DESIGN DATA
DESIGN STANDARDS =
=DESIGN SPEED 35 MPH
=ADT 2016 32,000
=ADT 2040
=T
=
=
=
=
FUNC. CLASS
* MIN. RADIUS
MAX. GRADE
=
TERRAIN
DESIGN EXCEPTION
7%
URBAN ARTERIAL
REGIONAL
272'
NONE
51,400
12%
ROLLING
* LOW-SPEED URBAN STREETS TABLE
4'
7' W/GR
.02 .02
POINT
GRADE
2:1 4
:1
ROADWAY TYPICAL SECTION
2'
FDPS
2'
FDPS
C -DET- & -XL-L
4'
7' W/GR
3'VARIES
2:1
12'12'
GROUND
ORIGINAL
GROUND
ORIGINAL
BRIDGE TYPE TBD
C -DET-L
28' CLEAR ROADWAY
.02 .02
POINT
GRADE
BRIDGE TYPICAL SECTION
2'2'12'12'
F
F
F
F
F
F
F
F
F
F
F
F
F
F FFF
F
C
F
F
C C
F
F
F
F
F F F F F
F
FF
F
F
C
F
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
12'
12'
12'
12'
12'
2
0'20+0015+0012'12'40'59'-7"10/19/2018r:\roadway\proj\alt's\phasing\preferred alt1\B5808_rdy_psh04.dgnmabdelaziz8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 100502550
Scale : 50 SHEET NO.PROJECT REFERENCE NO.
4B-5808
R/W SHEET NO.
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.MCGILL AVEWORK AREA
12'
12'12'
12'SR 1394 POPLAR TENT RDFURTHER INVESTIGATION OF THE PROFILE / SUPERS.
ACTUAL TIE LOCATIONS WILL BE DETERMINED BY
NOTE:
US 29/US 601 SB (CONCORD PKWY)
US 29/US 601 NB (CONCORD PKWY)
DETOUR
C-4918A PROJECT
DESIGN BY OTHERS
GIRDER BRIDGE
90
220'
=
=
=BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
O
CONSTRUCT REMAINING SIDE OF NEW BRIDGE
MAINTAIN SB TRAFFIC ON TEMPORARY DETOUR
SHIFT NB TRAFFIC TO NEWLY CONSTRUCTED BRIDGE
PHASE 3:
WITH ON-SITE DETOUR
REPLACE IN PLACE
PREFERRED CONCEPT - PHASE 3
B-5808
CABARRUS COUNTY
TEMPORARY DETOUR DESIGN DATA
DESIGN STANDARDS =
=DESIGN SPEED 35 MPH
=ADT 2016 32,000
=ADT 2040
=T
=
=
=
=
FUNC. CLASS
* MIN. RADIUS
MAX. GRADE
=
TERRAIN
DESIGN EXCEPTION
7%
URBAN ARTERIAL
REGIONAL
272'
NONE
51,400
12%
ROLLING
* LOW-SPEED URBAN STREETS TABLE
4'
7' W/GR
.02 .02
POINT
GRADE
2:1 4
:1
ROADWAY TYPICAL SECTION
2'
FDPS
2'
FDPS
C -DET- & -XL-L
4'
7' W/GR
3'VARIES
2:1
12'12'
GROUND
ORIGINAL
GROUND
ORIGINAL
BRIDGE TYPE TBD
C -DET-L
28' CLEAR ROADWAY
.02 .02
POINT
GRADE
BRIDGE TYPICAL SECTION
2'2'12'12'
F
F
F
F
F
F
F
F
F
F
F
F
F
F FFF
F
C
F
F
C C
F
F
F
F
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
12'
12'12'
12'
12'
12'
12'
12'
12'
12'
12'20+0015+0025+0012'99'-7"10/19/2018r:\roadway\proj\alt's\phasing\preferred alt1\B5808_rdy_psh05.dgnmabdelaziz8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 100502550
Scale : 50 SHEET NO.PROJECT REFERENCE NO.
5B-5808
R/W SHEET NO.
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
US 29/US 601 NB (CONCORD PKWY)
US 29/US 601 SB (CONCORD PKWY)
C-4918A PROJECT
TIE TO DESIGN BY OTHERS
FURTHER INVESTIGATION OF THE PROFILE / SUPERS.
ACTUAL TIE LOCATIONS WILL BE DETERMINED BY
NOTE:
GIRDER BRIDGE
135
180'
=
=
=BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
OMCGILL AVESR 1394 POPLAR TENT RDREMOVE TEMPORARY DETOUR
SHIFT SB TRAFFIC TO NEWLY CONSTRUCTED BRIDGE
PHASE 4:
WITH ON-SITE DETOUR
REPLACE IN PLACE
PREFERRED CONCEPT - PHASE 4
B-5808
CABARRUS COUNTY
.02
ROADWAY TYPICAL SECTION
.02
12'12'12'12'12'12'
.02 .02
10'
CONC MEDIAN
3:12'-6"
5'
C&G
2'-6"
C&G
5'
6'6'
GROUND
ORIGINAL
GROUND
ORIGINAL3:1SWSW
POINT
GRADE
1'
C -L-L
.02 .02POINT
GRADE
12'12'12'12'12'12'
87' CLEAR ROADWAY
BRIDGE TYPICAL SECTION
11'
CONC MEDIAN
2'5'-6"2'5'-6"1'-3.5"1'-3.5"
100'-7" OUT TO OUT
1'
C -L-L
DESIGN DATA
DESIGN STANDARDS =
=DESIGN SPEED 50 MPH
=ADT 2016 32,000
=ADT 2040
=T
=
=
=
=
FUNC. CLASS
MIN. RADIUS
MAX. GRADE
=
TERRAIN
DESIGN EXCEPTION
7%
URBAN ARTERIAL
REGIONAL
833'
NONE
51,400
12%
ROLLING
C
F
C
F
C
F
F F
F
F
F
F
C
F
F
F
F
F
F
F
FF
C
C
C
C
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
6B-5808
10/19/2018r:\roadway\proj\alt's\phasing\preferred alt1\B5808_rdy_psh06_L1.dgnmabdelazizDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
PROFILE (HORIZONTAL)
0 50 1002550
PROFILE (VERTICAL)
0 10 20510
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
17 18 19 20 21 22 23 24 25 26 27 281615
570
580
590
600
610
620
630
640
650
570
580
590
600
610
620
630
640
650
PREFERRED CONCEPT
BEGIN GRADE
(-)0.7269%
(+)1.1600%
PI = 24+00.00
EL = 608.10'
VC = 200'
K = 106
DS = 50 MPH
TIE TO C-4918A PROJECT
END GRADE
EXISTING GROUND
PROPOSED GRADE
ELEV = 612.40'
-L- STA. 18+08.41
ELEV = 609.26'
-L- STA. 25+00.00
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF
North Carolina Department of Transportation
Preliminary Estimate
TIP No.B-5808 Func County:Cabarrus
Route US 28 (Concord Parkway)
From SR 1394 (Poplar Tent Road)CONSTR. COST
Typical Section $8,760,000
Prepared By:G. McCauley Date 9/27/2018
Requested By:Date
Line
Item Des
Sec
No.Description Quantity Unit Price Amount
Grading 1 LS $800,000.00 $800,000.00
Drainage Existing Location 0.20 Miles $950,000.00 $190,000.00
Fine Grading 2,430 SY $10.00 $24,300.00
New Pavement 2,430 SY $75.00 $182,250.00
Pavement Resurfacing 6,565 SY $20.00 $131,300.00
1'-6" Concrete Curb and Gutter LF $-
2'-6" Concrete Curb and Gutter 770 LF $25.00 $19,250.00
4" Concrete Sidewalk 470 SY $50.00 $23,500.00
5" Monolithic Islands 420 SY $100.00 $42,000.00
Erosion Control 4.0 Acres $50,000.00 $200,000.00
Each
Upgrade Traffic Signal 1 Each $75,000.00 $75,000.00
Traffic Signal (New)1 Each $125,000.00 $125,000.00
Traffic Control 1.0 LS $300,000.00 $300,000.00
Thermo and Markers 0.2 Miles $50,000.00 $10,000.00
Structures
Temporary Bridge (Monthly Rental)30.00 Month $20,000.00 $600,000.00
Stage Constructed Bridge 18,000.00 SF $170.00 $3,060,000.00
Utility Construction
Relocate Existing Water Line 260 LF $500.00 $130,000.00
Relocate Existing Sewer Line 300 LF $500.00 $150,000.00
Misc. & Mob (15% Strs&Util)$591,000.00
Misc. & Mob (45% Functional)$955,170.00
Lgth 0.2 Miles Contract Cost …………..…………..…………..$7,608,770.00
E. & C. 15%…………..…………..…………..$1,141,315.50
Construction Cost …………..…………..…………..$8,750,085.50
DocuSign Envelope ID: FB2BE616-0EF4-44C3-8019-E3BE643DA2DF